Shear capacity of high strength RC beams subjected to high temperature heating
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Publisher
AIP Publishing
Link
http://aip.scitation.org/doi/pdf/10.1063/5.0067719
Reference9 articles.
1. Sato Y., Yamamoto T., Hattori A. and Miyagawa T. Shear behavior of RC member with corroded shear and longitudinal reinforcing steels. J. JCI. 2003; 25(1): 821–826 (in Japanese).
2. Multi-Mechanical Approach to Structural Performance Assessment of Corroded RC Members in Shear
3. Tatsuki S., Tsuyoshi T., Ishibashi T., Matsuda Y. and Imai T. An experimental study on load-carrying capacity of RC members by Alkali-silica reaction. J. JSCE 2007; 63(1): 166–177
4. Ikeda S., Uji K. Studies on the effect of bond on the shear behavior of reinforced concrete beams. J. JSCE 1980; 293: 101–109 (in Japanese).
5. Maekawa K., Ishida T. and Kishi T. Multi-Scale Modeling of Structural Concrete. Taylor & Francis: Abingdon; 2008
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1. Shear behavior of reinforced concrete beams with high-strength reinforcements after high temperatures;Construction and Building Materials;2024-10
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